My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012168
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MINER
>
437
>
3500 - Local Oversight Program
>
PR0541875
>
ARCHIVED REPORTS_XR0012168
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/16/2020 5:52:55 PM
Creation date
3/16/2020 3:49:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012168
RECORD_ID
PR0541875
PE
2960
FACILITY_ID
FA0024017
FACILITY_NAME
CHEVRON SITE 306415
STREET_NUMBER
437
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
1392417
CURRENT_STATUS
01
SITE_LOCATION
437 E MINER AVE
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
38
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
GSI Field Methods and Procedures <br /> February 14, 1995 <br /> Field Screening of Soil Samples <br /> A PID is used to perform head-space screening in the field for the presence of organic vapors <br /> from the soil sample This test procedure involves removing soil from the tip of the sampling <br /> device or sample liner into a clean glass far, and immediately covering the far with aluminum <br /> foil secured under a ring-type threaded ltd After approximately twenty minutes, the foil is <br /> pierced and the atmosphere within the jar tested using a PID Head-space screening results <br /> are recorded on the boring log. Head-space screening procedures are performed and results <br /> recorded as reconnaissance data. GSI does not consider field screening techniques to be <br /> verification of the presence or absence of hydrocarbons <br /> Construction of Monitoring Wells <br /> Monitoring wells are constructed in the exploratory soil borings with Schedule 40 polyvinyl <br /> chloride (PVC) casing All points are thread loaned, no glues, cements, or solvents are used <br /> in well construction The screened interval is constructed of machine-slotted PVC well <br /> screen which extends from the total well depth to a point above the groundwater An <br /> • appropriately-sized graded sand is placed in the annular space adjacent to the entire screened <br /> interval A bentonite seal is placed in the annular space above the sand, and the remaining <br /> annular space is sealed with neat cement or cement grout <br /> Wellheads are protected with water-resistant traffic-rated vault boxes placed flush with the <br /> ground surface The top of the well casing is sealed with a locking waterproof cap A lock <br /> is placed on the well cap to prevent vandalism and unintentional introduction of materials into <br /> the well <br /> Water Level Measurements <br /> The top of the newly-installed well casing is surveyed by a California-licensed Land Surveyor <br /> to mean sea level (MSL) Depth-to-groundwater, floating product thickness, and total well <br /> depth of the well are measured from the top of the well casing with an electronic water-Ievel <br /> indicator Depth-to-groundwater is measured to the nearest 0 01-foot, and referenced to <br /> MSL The presence of floating product is confirmed using a clean acrylic or polyvinyl <br /> chloride (PVC) baiter, measured to the nearest 0 01 foot with a decimal scale tape <br /> Well Development and Sampling <br /> The purpose of well development 1s to improve hydraulic communication between the well <br /> and the surrounding aquifer. Newly constructed wells are allowed to stand a minimum of <br /> • 48 hours before development to allow the well seals to cure Prior to development, each well <br /> A-2 <br /> GeoStrategies Inc. <br /> r <br /> i <br />
The URL can be used to link to this page
Your browser does not support the video tag.